Keywords : California bearing ratio
European Journal of Molecular & Clinical Medicine,
2020, Volume 7, Issue 4, Pages 279-284
The soil stabilization wealth modification of the soil assets by the addition of further material to meet the particular engineering necessities. Techniques for the stabilization would compaction and utilization of admixtures. Utilization of ragged rubber tires in geotechnical engineering for upgrading the soil properties has gained excessive consideration in the present times. The goal of the study might have been to utilize the dissipate material for stabilization of soil to decrease the natural effect. A few reinforcement methods are nearby for stabilizing soils. In the current examination, the ragged rubber from dissipate tires is picked as the strengthening substance and cement of 2% and 4%as binding agent. The binding agent that might have been haphazardly incorporated into the soil at 3 diverse ratios of shredded rubber satisfied, i.e., 5%, 10%, and 15% by influence of soil the examination is concentrated on the performance of soil reinforced by haphazardly incorporated ragged rubber. The examples are subjected to California attitude ratio (soaked and unsoaked) and released density tests. The tests have unmistakably indicated a critical development in the shear power and behavior ability limitation of the soil.